JP2007120290A - Bridge-falling preventive - Google Patents

Bridge-falling preventive Download PDF

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Publication number
JP2007120290A
JP2007120290A JP2006311316A JP2006311316A JP2007120290A JP 2007120290 A JP2007120290 A JP 2007120290A JP 2006311316 A JP2006311316 A JP 2006311316A JP 2006311316 A JP2006311316 A JP 2006311316A JP 2007120290 A JP2007120290 A JP 2007120290A
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bridge
prevention device
bearing plate
bridge prevention
cable
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JP5118841B2 (en
Inventor
Hisao Tomiyama
久男 冨山
Yasuyuki Shirai
康之 白井
Akio Kitayama
明生 北山
Hiroshi Kibe
洋 木部
Yoshiya Moriya
佳也 守谷
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Osaka Prefecture
SE Corp
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Osaka Prefecture
SE Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To make it easy to fix a bridge-falling preventing device when fixing the bridge-falling preventing device to a PC bridge beam in where screw holes or the like are not able to be installed for fixing the bridge-falling preventive device. <P>SOLUTION: This is a bridge-falling preventive device which is applied for PC bridge beams 2, 3. At the ends of PC bridge beams mounted adjacent each other on a bridge pier 4, cable anchorage members 7, 8 taking reaction force to pin supports 5, 6 which are arranged between the lower face of the end and the upper face of the bridge pier 4 are respectively installed and an end of a linking cable 9 of the bridge-falling preventive device between the cable anchorage member 7, 8 is inserted and constructed respectively to establish the bridge-falling preventive device. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、例えば、地震時において橋桁が橋脚から脱落しないようにする落橋防止装置に関するものである。   The present invention relates to a falling bridge prevention device that prevents a bridge girder from falling off a pier during an earthquake, for example.

従来、例えば、地震時の橋桁の落下を防止する落橋防止装置として、橋桁と橋台若しくは橋脚との間に、PC鋼線等によるPCケーブルを連結してストッパーで定着させるものが知られている(特許文献1参照)。
特開2001−64914号公報
Conventionally, for example, as a bridge prevention device for preventing a bridge girder from falling during an earthquake, a PC cable made of PC steel wire or the like is connected between a bridge girder and an abutment or a pier and fixed with a stopper ( Patent Document 1).
JP 2001-64914 A

しかし、従来の落橋防止装置では、その定着部を固定するために、橋桁や橋脚に取付孔を加工し、そこにボルトなどを取り付けて固定手段としているが、例えば、跨座式モノレール等の橋桁は、プレストレストコンクリート(以下、PC)で形成され、そのプレストレス付与のために、PC鋼線が引張材として埋設されているので、当該PC鋼線を切断しないようにしなければならず、既存のPC端桁に取付孔を設けることができない。そこで、PC橋桁に一切加工すること無く、落橋防止装置を設けることが必要となる。更に、落橋防止装置を既存のPC橋桁に設けた場合でも、ピン支承部のメンテナンスが容易に行えるようにしなければならない。本発明に係る落橋防止装置は、このような課題を解決するために提案されたものである。   However, in the conventional falling bridge prevention device, in order to fix the fixing part, a mounting hole is processed in a bridge girder or a pier, and bolts are attached thereto as a fixing means. For example, a bridge girder such as a straddle-type monorail is used. Is made of prestressed concrete (hereinafter referred to as PC), and for prestressing, the PC steel wire is embedded as a tensile material. A mounting hole cannot be provided in the PC end beam. Therefore, it is necessary to provide a falling bridge prevention device without processing the PC bridge girder at all. Furthermore, even when a falling bridge prevention device is provided in an existing PC bridge girder, the maintenance of the pin support portion must be made easy. The falling bridge prevention device according to the present invention has been proposed in order to solve such a problem.

本発明に係る落橋防止装置の上記課題を解決して目的を達成するための要旨は、PC橋桁に適用される落橋防止装置であって、橋脚上に載置された隣接する前記PC橋桁の端部同士において、該端部の下面と前記橋脚の上面との間に設けられたピン支承部に反力を取るケーブル定着部材を各々設け、該ケーブル定着部材間に落橋防止装置の連結ケーブルの端部をそれぞれ挿通させて架設・定着させたことである。   SUMMARY OF THE INVENTION The gist of the present invention for solving the above-described problems of the fallen bridge prevention device according to the present invention is to provide a fallen bridge prevention apparatus applied to a PC bridge girder, and an end of the adjacent PC bridge girder placed on a pier. Cable fixing members that take a reaction force on pin support portions provided between the lower surface of the end portion and the upper surface of the bridge pier are provided between the portions, and the end of the connecting cable of the falling bridge prevention device between the cable fixing members. This is because each part was inserted and fixed.

前記ピン支承部は、上沓と下沓とで構成される中央空間部に、連結ケーブルが挿通され架設されていること、;
前記ケーブル定着部材は、連結ケーブルの圧力を受ける支圧板と、該支圧板の受圧力をピン支承部に伝達する支圧板受とでなり、一方のケーブル定着部材にはエネルギー減衰手段が設けられ、他方のケーブル定着部材には支圧板端面と定着ナットとの間に当該支圧板端面に対して着脱自在な座金が設けられていること、;
前記支圧板は、アルミニウム合金製であること、;
更に、前記支圧板は前記支圧板受の上部面に横架されて着脱自在に取り付けられていること、;
前記座金は、球面座と該球面座を球面状の凹部で支持する球面受け座とからなること、
を含むものである。
The pin support part is constructed by inserting a connecting cable in a central space part constituted by an upper arm and a lower arm;
The cable fixing member is composed of a support plate that receives the pressure of the connecting cable and a support plate that transmits the receiving pressure of the support plate to the pin support portion, and one cable fixing member is provided with energy attenuating means, The other cable fixing member is provided with a washer detachably attached to the end face of the pressure plate between the end face of the pressure plate and the fixing nut;
The bearing plate is made of an aluminum alloy;
And the support plate is mounted on the upper surface of the support plate support so as to be detachable;
The washer comprises a spherical seat and a spherical seat that supports the spherical seat with a spherical recess;
Is included.

本発明の落橋防止装置によれば、例えば、跨座式モノレールの橋桁のように、PC橋桁と橋脚との間に、ピン支承部があってそれを利用して落橋防止装置用のケーブル定着部材を設けることで、PC橋桁に落橋防止装置取付け用のボルト孔等を設ける加工が不要となる。これにより、PC橋桁に埋設されているPC鋼線を切断するおそれも全て解消される。
前記ケーブル定着部材は、ピン支承部に反力を取るようにセットするだけなので、取付けが容易であると共に、着脱自在であってこのピン支承部等に対するメンテナンスの実行時においても、メンテナンス作業の邪魔にならず取り扱いが容易である。
According to the falling bridge prevention device of the present invention, for example, there is a pin support portion between the PC bridge girder and the bridge pier, such as a bridge type monorail bridge girder, and the cable fixing member for the falling bridge prevention device is used by using the pin support portion. Therefore, it is not necessary to provide the PC bridge girder with a bolt hole or the like for attaching the falling bridge prevention device. Thereby, all the fears of cutting the PC steel wire embedded in the PC bridge girder are also eliminated.
Since the cable fixing member is set so as to take a reaction force on the pin support portion, the cable fixing member is easy to attach and detachable, and even when performing maintenance on the pin support portion, the maintenance work is obstructed. It is easy to handle.

前記ピン支承部は、上沓と下沓とで構成される中央空間部に、連結ケーブルが挿通され架設されているので、PC橋桁のボルト孔加工等が不要となるとともに、落橋防止装置用の設置スペースも狭くて済む。   Since the pin support portion is installed in the central space portion composed of the upper and lower ridges through the connecting cable, it is not necessary to machine the bolt holes in the PC bridge girder, etc. The installation space is also small.

ケーブル定着部材においては、一方のケーブル定着部材における座金が、支圧板端面に対して着脱自在であって、当該連結ケーブル軸心と直交する方向にスライド可能になっているので、地震時のPC端桁の動きに追従して連結ケーブルが移動できるようになる。よって、連結ケーブルが無理に曲げられたりすることなく、常に最良の状態で引張力に抵抗する。   In the cable fixing member, the washer in one cable fixing member is detachable with respect to the end face of the pressure-bearing plate, and is slidable in a direction perpendicular to the connecting cable axis. The connecting cable can move following the movement of the beam. Therefore, the connecting cable always resists the tensile force in the best condition without being bent excessively.

前記支圧板もアルミニウム合金製にされ軽量化に貢献する。また、支圧板受の上部面に横架されて着脱自在に取り付けられているので、ピン支承部のメンテナンス時に、この支圧板を取り外すのが軽量化されて容易になると共に、連結ケーブルを上方へと取り外すことも可能になり、メンテナンス用の作業空間を作り出すことができる。   The bearing plate is also made of an aluminum alloy, contributing to weight reduction. In addition, since it is mounted on the upper surface of the bearing plate so as to be detachable, it is easier to remove the bearing plate when maintaining the pin support, and the connecting cable is moved upward. Can also be removed, and a work space for maintenance can be created.

更に、前記座金は、球面座と該球面座を球面状の凹部で支持する球面受け座とからなる球面座金にすることで、球面受け座が回転することで、連結ケーブルが引張方向に平行に姿勢制御される様になり、ケーブル強度が最大に発揮される。   Further, the washer is a spherical washer comprising a spherical seat and a spherical receiving seat that supports the spherical seat with a spherical recess, so that the connecting cable is parallel to the tensile direction by rotating the spherical receiving seat. The attitude is controlled and the cable strength is maximized.

本発明に係る落橋防止装置1は、図1乃至図4に示すように、例えば、跨座式モノレールのPC橋桁2,3に適用される落橋防止装置である。まず、橋脚4上に載置された隣接する前記PC橋桁2,3の端部同士において、該端部の下面2a,3aと前記橋脚4の上面との間に設けられたピン支承部5,6に反力を取るケーブル定着部材7,8を各々設ける。   As shown in FIG. 1 to FIG. 4, the falling bridge prevention device 1 according to the present invention is a falling bridge prevention device applied to PC bridge girders 2 and 3 of a straddle-type monorail, for example. First, at the ends of the adjacent PC bridge girders 2 and 3 mounted on the pier 4, pin support portions 5 provided between the lower surfaces 2 a and 3 a of the end portions and the upper surface of the pier 4. 6 are provided with cable fixing members 7 and 8 for taking a reaction force.

前記ケーブル定着部材7,8間に落橋防止装置1の連結ケーブル9の端部をそれぞれ挿通させて、定着ナット10により架設・定着させる。前記ピン支承部5,6は、上沓11と下沓12で構成され、それによって形成される中央空間部5a,6aに、連結ケーブル9が挿通され架設されている。図3乃至図4に示すように、具体的には上コ字状の下沓12は、その基台12aから上に二股になって延設されていて、その間に、上沓11が入り込んで、ピンまたはローラーで連結するようになっている。   The end portions of the connecting cable 9 of the falling bridge prevention device 1 are inserted between the cable fixing members 7 and 8, respectively, and are installed and fixed by the fixing nut 10. The pin support portions 5 and 6 are composed of an upper rod 11 and a lower rod 12, and a connecting cable 9 is inserted and installed in central space portions 5a and 6a formed thereby. As shown in FIGS. 3 to 4, specifically, the upper U-shaped lower eyelid 12 is bifurcated upward from the base 12a, and the upper eyelid 11 enters between them. It is designed to be connected with pins or rollers.

落橋防止装置1におけるケーブル定着部材7,8の構成は、例えば、前記ピン支承部5,6の橋脚側に固定されている前記下沓12に当接して、反力を得るものであり、図5に示すように、連結ケーブル9の圧力を受ける所要厚みの略矩形状平板のアルミニウム合金製の支圧板13と、図6に示すように、該支圧板13の受圧力をピン支承部5,6に伝達する鋼製の支圧板受14とでなる。このケーブル定着部材7,8を構成する個々の部品の重量は、5〜10kgf程度であり、人の手で持ち運びできて、組立できるようになっている。   The structure of the cable fixing members 7 and 8 in the falling bridge prevention device 1 is, for example, in contact with the lower rod 12 fixed to the pier side of the pin support portions 5 and 6 to obtain a reaction force. As shown in FIG. 5, a substantially rectangular flat aluminum alloy bearing plate 13 having a required thickness to receive the pressure of the connecting cable 9, and as shown in FIG. 6 and a steel bearing plate holder 14 that transmits to 6. The weight of each component constituting the cable fixing members 7 and 8 is about 5 to 10 kgf, and can be carried and assembled by a human hand.

前記支圧板13は、アルミニウム合金製で軽量化を図り、ボルト用取付孔13aが4箇所に設けられている。この支圧板13は、後述の支圧板受14の上面に横架して、ボルトにより着脱自在に取り付けられる。また、左右端部は、軽量化のためにカットされている。   The bearing plate 13 is made of an aluminum alloy to reduce the weight, and is provided with four bolt mounting holes 13a. The bearing plate 13 is mounted on a top surface of a later-described bearing plate receiver 14 so as to be detachable by bolts. Moreover, the left and right end portions are cut for weight reduction.

前記支圧板受14は、図6に示すように、左右の側板14a,14bと、これを繋ぐ水平の横架板14cと、垂直に繋ぐ下架設板14dと、位置決め用板14e,14fとで組み立てられている。前記側板14a,14bの上面には、前記支圧板13をボルトで固定するためのネジ孔14gが設けられている。また、前記下架設板14dの上面には、ボルト挿通用の貫通孔14hが設けられている。   As shown in FIG. 6, the bearing plate receiver 14 includes left and right side plates 14a and 14b, a horizontal horizontal plate 14c connecting the left side plates 14a and 14b, a lower installation plate 14d connecting vertically, and positioning plates 14e and 14f. It is assembled. On the upper surfaces of the side plates 14a and 14b, screw holes 14g for fixing the pressure bearing plate 13 with bolts are provided. Further, a through hole 14h for inserting a bolt is provided on the upper surface of the lower erection plate 14d.

前記貫通孔14hには、図1及び図3乃至図4に示すように、両端部にネジ溝が刻設された棒状の接続金具15が挿入され、図7に示す平板状で鋼製の固定金具16のネジ穴に裸着され、上部でナット17にて固定される。こうして、支圧板受14は、前記側板14a,14bの先端側の傾斜面14iによって下沓12の傾斜面に当接して反力を得るようになり、前記固定金具16によって、基部12aの下面に引っ掛けられて、ピン支承部5,6に位置固定される。   As shown in FIG. 1 and FIGS. 3 to 4, rod-shaped connection fittings 15 having screw grooves formed at both ends are inserted into the through-holes 14 h, and the flat plate-like steel fixing shown in FIG. It is barely attached to the screw hole of the metal fitting 16 and is fixed with a nut 17 at the top. Thus, the bearing plate receiver 14 comes into contact with the inclined surface of the lower collar 12 by the inclined surface 14i on the distal end side of the side plates 14a, 14b to obtain a reaction force, and is fixed to the lower surface of the base portion 12a by the fixing bracket 16. It is hooked and fixed to the pin support portions 5 and 6.

前記左右のピン支承部5,6に、夫々前記ケーブル定着部材7,8が取り付けられ、固定された後、ピン支承部5,6の中央空間部5a,6aに連結ケーブル9が掛け渡される。そして、図1乃至図2に示すように、一方のケーブル定着部材における定着部にはエネルギー減衰手段である、筒状のコントロールパイプ19、該コントロールパイプ19の中に挿入され途中で引っかかるウエッジプレート20、スプリング21、ホールドプレート22が装着され、定着ナット10で定着される。前記ケーブル定着部材7の先端部面に、固定板23が取り付けられる。   After the cable fixing members 7 and 8 are attached and fixed to the left and right pin support portions 5 and 6, respectively, the connecting cable 9 is stretched over the central space portions 5 a and 6 a of the pin support portions 5 and 6. As shown in FIGS. 1 and 2, the fixing portion of one cable fixing member is a cylindrical control pipe 19 serving as an energy attenuating means, and a wedge plate 20 inserted into the control pipe 19 and caught in the middle. The spring 21 and the hold plate 22 are mounted and fixed by the fixing nut 10. A fixing plate 23 is attached to the front end surface of the cable fixing member 7.

また、他方のケーブル定着部材には、支圧板13の端面と定着ナット10との間に、図8(A),(B)に示すように、アルミニウム合金製で、連結ケーブル9軸心と直交する方向(水平方向)にスライドするように、支圧板端面に対して着脱自在な座金18が設けられている。この座金18は、着脱自在になっていることで、ピン支承部5,6のメンテナンス時において、前記座金18の固定用ボルトを例えば4本取り外し、水平方向に移動させて、連結ケーブル9を元の中央位置から端にずらすことで、当該メンテナンス作業が容易になるものである。   Further, the other cable fixing member is made of an aluminum alloy between the end face of the pressure bearing plate 13 and the fixing nut 10 and is orthogonal to the connecting cable 9 axis as shown in FIGS. A washer 18 that is detachable with respect to the end face of the bearing plate is provided so as to slide in the direction (horizontal direction). Since the washer 18 is detachable, for example, four fixing bolts of the washer 18 are removed during the maintenance of the pin support portions 5 and 6, and the connecting cable 9 is moved by moving it horizontally. The maintenance work is facilitated by shifting from the center position to the end.

また、図8(C)に示すように、この座金の構造を、球面座金18aとするものであり、球面座と該球面座を球面状の凹部で支持する球面受け座とからなるようにすることで、球面座の自由な回転により、常に引張方向と平行になるように連結ケーブル9の姿勢を容易に制御できるものである。   Further, as shown in FIG. 8C, the structure of this washer is a spherical washer 18a, which is composed of a spherical seat and a spherical receiving seat that supports the spherical seat with a spherical recess. Thus, the posture of the connecting cable 9 can be easily controlled so as to be always parallel to the pulling direction by freely rotating the spherical seat.

以上のようにして、本発明に係る落橋防止装置1によれば、PC橋桁2,3にボルト取り付け用の孔加工をすることなく、PC橋桁下のピン支承部5,6によって連結ケーブル9を架設することができるようになる。上記実施例のように、跨座式モノレールにおけるPC橋桁にケーブル定着部材を設置することで、容易に落橋防止装置1の設置が可能となり、メンテナンスにおいても、ボルトを外して連結ケーブル9を横に移動させたり若しくは上部へと外したりしすること等が容易に可能となる。また、落橋防止装置1全体が、ピン支承部5,6から着脱自在で軽量なので取り扱いやすく、PC橋桁等のメンテナンス作業にも邪魔することがない。   As described above, according to the falling bridge prevention device 1 according to the present invention, the connecting cable 9 is connected to the PC bridge girders 2 and 3 by the pin support portions 5 and 6 below the PC bridge girders without drilling holes for bolt attachment. Can be erected. By installing the cable fixing member on the PC bridge girder in the straddle-type monorail as in the above embodiment, it is possible to easily install the fallen bridge prevention device 1 and in the maintenance, the bolts are removed and the connecting cable 9 is placed sideways. It can be easily moved or removed to the top. Moreover, since the whole fall-bridge prevention apparatus 1 is detachable from the pin support parts 5 and 6 and is lightweight, it is easy to handle and does not interfere with maintenance work such as a PC bridge girder.

本発明に係る落橋防止装置1の使用状態の正面図である。It is a front view of the use condition of the falling bridge prevention apparatus 1 which concerns on this invention. 同本発明の落橋防止装置1の使用状態の平面図である。It is a top view of the use condition of the fallen bridge prevention apparatus 1 of the same invention. 同本発明の落橋防止装置1の使用状態の右側面図である。It is a right view of the use condition of the fallen bridge prevention apparatus 1 of the same invention. 同本発明の落橋防止装置1の使用状態の左側面図である。It is a left view of the use condition of the fallen bridge prevention apparatus 1 of the same invention. 同落橋防止装置1における支圧板13の平面図(A)と、側断面図(B)とである。It is the top view (A) and side sectional view (B) of the bearing plate 13 in the fall bridge prevention device 1. 同落橋防止装置1における支圧板受14の平面図(A)と、側面図(B)とである。It is the top view (A) and side view (B) of the bearing plate holder 14 in the fall bridge prevention apparatus 1. FIG. 同落橋防止装置1における固定金具16の平面図(A)と、側面図(B)とである。It is the top view (A) and the side view (B) of the fixing metal fitting 16 in the fallen bridge prevention apparatus 1. 同落橋防止装置1における座金18の平面図(A)と、側断面図(B)と、他の実施例に係る球面座金18aの使用状態断面図(C)である。They are the top view (A) of the washer 18 in the fall bridge prevention device 1, a side sectional view (B), and a use state sectional view (C) of the spherical washer 18a concerning other examples.

符号の説明Explanation of symbols

1 落橋防止装置、
2,3 PC橋桁、
4 橋脚、
5,6 ピン支承部、
5a,6a 中央空間部、
7,8 ケーブル定着部材、
9 連結ケーブル、
10 定着ナット、
11 上沓、
12 下沓、 12a 下沓基台、
13 支圧板、 13a ボルト用取付孔、
14 支圧板受、 14a,14b 側板、
14c 横架板、 14d 下架設板、
14e,14f 位置決め用板、
14g ネジ孔、
15 接続金具、
16 固定金具、
17 ナット、
18 座金、 18a 球面座金、
19 コントロールパイプ、
20 ウエッジプレート、
21 スプリング、
22 ホールドプレート、
23 固定板。
1 fallen bridge prevention device,
2, 3 PC bridge girder,
4 Piers,
5,6 pin bearing,
5a, 6a Central space part,
7,8 Cable fixing member,
9 Connecting cable,
10 fixing nut,
11 Upper arm,
12 Shimojo, 12a Shimojo base,
13 bearing plate, 13a bolt mounting hole,
14 bearing plate holders, 14a, 14b side plates,
14c Horizontal plate, 14d Bottom plate,
14e, 14f positioning plate,
14g screw hole,
15 connection bracket,
16 fixing bracket,
17 nuts,
18 washers, 18a spherical washers,
19 Control pipe,
20 wedge plate,
21 Spring,
22 Hold plate,
23 Fixed plate.

Claims (6)

PC橋桁に適用される落橋防止装置であって、橋脚上に載置された隣接する前記PC橋桁の端部同士において、該端部の下面と前記橋脚の上面との間に設けられたピン支承部に反力を取るケーブル定着部材を各々設け、該ケーブル定着部材間に落橋防止装置の連結ケーブルの端部をそれぞれ挿通させて架設・定着させたこと、
を特徴とする落橋防止装置。
A falling bridge prevention device applied to a PC bridge girder, wherein pin ends provided between the lower surfaces of the adjacent PC bridge girders placed on the pier and between the lower surface of the end portion and the upper surface of the pier Cable fixing members that take reaction force are provided on each part, and the ends of the connecting cables of the fallen bridge prevention device are respectively inserted between the cable fixing members and installed and fixed.
A falling bridge prevention device.
ピン支承部は、上沓と下沓とで構成される中央空間部に、連結ケーブルが挿通され架設されていること、
を特徴とする請求項1に記載の落橋防止装置。
The pin support part has a connecting cable inserted and installed in the central space part composed of the upper arm and the lower arm,
The fallen bridge prevention device according to claim 1.
ケーブル定着部材は、連結ケーブルの圧力を受ける支圧板と、該支圧板の受圧力をピン支承部に伝達する支圧板受とでなり、一方のケーブル定着部材にはエネルギー減衰手段が設けられ、他方のケーブル定着部材には支圧板端面と定着ナットとの間に当該支圧板端面に対して着脱自在な座金が設けられていること、
を特徴とする請求項1に記載の落橋防止装置。
The cable fixing member is composed of a pressure bearing plate that receives the pressure of the connecting cable and a pressure bearing plate receiver that transmits the pressure received by the pressure bearing plate to the pin support portion, and one cable fixing member is provided with energy attenuating means, The cable fixing member is provided with a washer that is detachably attached to the end surface of the pressure plate between the end surface of the pressure plate and the fixing nut.
The fallen bridge prevention device according to claim 1.
支圧板は、アルミニウム合金製であること、
を特徴とする請求項3に記載の落橋防止装置。
The bearing plate is made of an aluminum alloy,
The fallen bridge prevention device according to claim 3.
支圧板は、支圧板受の上部面に横架されて着脱自在に取り付けられていること、
を特徴とする請求項3または4に記載の落橋防止装置。
The bearing plate is mounted on the upper surface of the bearing plate holder in a detachable manner,
The fallen bridge prevention device according to claim 3 or 4, characterized by the above-mentioned.
座金は、球面座と該球面座を球面状の凹部で支持する球面受け座とからなること、
を特徴とする請求項3乃至5のいずれかに記載の落橋防止装置。
The washer comprises a spherical seat and a spherical seat that supports the spherical seat with a spherical recess;
The fallen bridge prevention device according to any one of claims 3 to 5.
JP2006311316A 2005-11-22 2006-11-17 Fall bridge prevention device Active JP5118841B2 (en)

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Application Number Priority Date Filing Date Title
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JP2005337079 2005-11-22
JP2006311316A JP5118841B2 (en) 2005-11-22 2006-11-17 Fall bridge prevention device

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017014828A (en) * 2015-07-03 2017-01-19 株式会社エスイー Main girder fall prevention device
KR101709699B1 (en) * 2016-10-11 2017-02-24 웅진엔지니어링(주) Easily constructable bridge supporter
CN113914235A (en) * 2021-11-23 2022-01-11 长安大学 Transverse anti-overturning catastrophe reinforcement design method for single-column pier bridge

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0497110U (en) * 1991-01-21 1992-08-21
JP2004068395A (en) * 2002-08-06 2004-03-04 Kawaguchi Metal Industries Co Ltd Track girder fall preventing device in saddle type monorail
JP2004084263A (en) * 2002-08-27 2004-03-18 Hitachi Ltd Track of monorail
JP2004340211A (en) * 2003-05-14 2004-12-02 Yachiyo Okawa Fixing tool

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0497110U (en) * 1991-01-21 1992-08-21
JP2004068395A (en) * 2002-08-06 2004-03-04 Kawaguchi Metal Industries Co Ltd Track girder fall preventing device in saddle type monorail
JP2004084263A (en) * 2002-08-27 2004-03-18 Hitachi Ltd Track of monorail
JP2004340211A (en) * 2003-05-14 2004-12-02 Yachiyo Okawa Fixing tool

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017014828A (en) * 2015-07-03 2017-01-19 株式会社エスイー Main girder fall prevention device
KR101709699B1 (en) * 2016-10-11 2017-02-24 웅진엔지니어링(주) Easily constructable bridge supporter
CN113914235A (en) * 2021-11-23 2022-01-11 长安大学 Transverse anti-overturning catastrophe reinforcement design method for single-column pier bridge

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